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9TH & 10TH & PERSIMMON STREETS WATER LINE REPLACEMENT ROGERS WATER UTILITIES P.O. DRAWER 338 OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS 72757-0338 PROJECT LOCATION \\Rwu-mis-dc3\eng\Jobs\2020 WATERLINE PROJECTS\DRAWINGS\9TH&10TH-WALNUTtoPERSIMMON.dwg

9TH & 10TH & PERSIMMON STREETS WATER LINE REPLACEMENT · 2020. 7. 1. · 02-09550-000 fitch, cecilia & fitch, cynthia 406 n 10th st. 02-09549-000 fitch, cynthia & fitch, cecilia 408

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Page 1: 9TH & 10TH & PERSIMMON STREETS WATER LINE REPLACEMENT · 2020. 7. 1. · 02-09550-000 fitch, cecilia & fitch, cynthia 406 n 10th st. 02-09549-000 fitch, cynthia & fitch, cecilia 408

9TH & 10TH & PERSIMMON STREETSWATER LINE REPLACEMENT

ROGERS WATER UTILITIES

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

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%%uSHEET INDEX%%U
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C COVER SHEET COVER SHEET 1 SHEET LAYOUT SHEET LAYOUT 2 W PERSIMMON STREET WATER LINE 1 STA 0+00 TO STA 4+50 W PERSIMMON STREET WATER LINE 1 STA 0+00 TO STA 4+50 3 W PERSIMMON STREET WATER LINE 1 STA 4+50 TO STA 9+00 W PERSIMMON STREET WATER LINE 1 STA 4+50 TO STA 9+00 4 W PERSIMMON STREET WATER LINE 1 STA 9+00 TO STA 10+03 W PERSIMMON STREET WATER LINE 1 STA 9+00 TO STA 10+03 5 N 10TH STREET WATER LINE 2 STA 0+00 TO STA 4+50 N 10TH STREET WATER LINE 2 STA 0+00 TO STA 4+50 6 N 10TH STREET WATER LINE 2 STA 4+50 TO STA 9+00 N 10TH STREET WATER LINE 2 STA 4+50 TO STA 9+00 7 N 10TH STREET WATER LINE 2 STA 9+00 TO STA 13+06 N 10TH STREET WATER LINE 2 STA 9+00 TO STA 13+06 8 N 9TH PLACE WATER LINE 3 STA 0+00 TO STA 4+00 N 9TH PLACE WATER LINE 3 STA 0+00 TO STA 4+00 9 N 9TH PLACE WATER LINE 3 STA 4+00 TO 6+45 N 9TH PLACE WATER LINE 3 STA 4+00 TO 6+45 10 N 9TH STREET WATER LINE 4 STA 0+00 TO 4+50 N 9TH STREET WATER LINE 4 STA 0+00 TO 4+50 11 N 9TH STREET WATER LINE 4 STA 4+50 TO 9+00 N 9TH STREET WATER LINE 4 STA 4+50 TO 9+00 12 N 9TH STREET WATER LINE 4 STA 9+00 TO 12+91 N 9TH STREET WATER LINE 4 STA 9+00 TO 12+91 13 W MAPLE STREET WATER LINE 5 STA 0+00 TO STA 4+00 W MAPLE STREET WATER LINE 5 STA 0+00 TO STA 4+00 14 W MAPLE STREET WATER LINE 5 STA 4+00 TO STA 6+17 W MAPLE STREET WATER LINE 5 STA 4+00 TO STA 6+17 15 W CHESTNUT STREET WATER LINE 6 STA 0+00 TO STA 3+50 W CHESTNUT STREET WATER LINE 6 STA 0+00 TO STA 3+50 16 N 11TH STREET SEWER LINE 1 STA 0+00 TO STA 1+94 N 11TH STREET SEWER LINE 1 STA 0+00 TO STA 1+94 WD1 WATER DETAIL SHEET WATER DETAIL SHEET WD2 WATER DETAIL SHEET WATER DETAIL SHEET SD1 SEWER DETAIL SHEETSEWER DETAIL SHEET
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
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Call
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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8" SS
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8" W
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AIR RELEASE VALVE
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NTS
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VICINITY MAP
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FLOOD DETERMINATION THIS PROJECT DOES NOT LIE WITHIN A 100-YEAR SPECIAL FLOOD HAZARD AREA AS SHOWN ON FIRM PANELS NO. 05007C0260K, EFFECTIVE 6/05/2012.
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GENERAL NOTES 1. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ARE BASED ON THE RECORDS OF UTILITY COMPANIES AND MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION OF UNDERGROUND UTILITIES. I. 2. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE STANDARD DETAILS AND ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE STANDARD DETAILS AND SPECIFICATIONS OF THE CITY OF ROGERS AND ROGERS WATER UTILITIES UNLESS OTHERWISE SPECIFIED HEREIN. 3. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL EXISTING FACILITIES THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF ALL EXISTING FACILITIES INCLUDING SIDEWALKS, CURBS, BUILDINGS, & STRUCTURES PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THESE FACILITIES DURING CONSTRUCTION. 4. EROSION AND SEDIMENT BMPs, IF REQUIRED, MUST BE CONSTRUCTED, STABILIZED, AND EROSION AND SEDIMENT BMPs, IF REQUIRED, MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. 5. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL PERSONS AND PROTECTION OF PUBLIC AND PRIVATE PROPERTY DURING THE PERFORMANCE OF THE WORK. 6. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT THE SAFETY OF THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT THE SAFETY OF PEDESTRIANS THROUGHOUT THE COURSE OF THE WORK. THESE MEASURES MAY INCLUDE UTILIZATION OF TEMPORARY FENCING, TEMPORARY SIGNAGE AND CLOSURE OF SIDEWALKS/TRAILS, AND REMOVING ANY DEBRIS FROM WALKWAYS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL THROUGHOUT THE COURSE OF CONSTRUCTION. ALL TRAFFIC CONTROL MEASURES SHALL BE PER CURRENT MUTCD STANDARDS. 8. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OUTLINED IN THE GENERAL AND THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OUTLINED IN THE GENERAL AND SUPPLEMENTAL CONDITIONS THROUGHOUT THE PERFORMANCE OF THE WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF ALL PRIVATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF ALL PRIVATE WATER SERVICE WHERE NEW SERVICES ARE CONSTRICTED.
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PROJECT CONTACT INFORMATION CIVIL ENGINEER:: RWU ENGINEERING DEPT. RWU ENGINEERING DEPT. AARON SHORT (479) 986-6827 ROGERS PLANNING: CITY OF ROGERS CITY OF ROGERS (479) 621-1186 FIRE: ROGERS FIRE DEPARTMENT ROGERS FIRE DEPARTMENT (479) 621-1179 GAS: BLACK HILLS ENERGY BLACK HILLS ENERGY (479) 877-0430 TELECOM: COX COMMUNICATIONS COX COMMUNICATIONS (479) 871-8807 ELECTRIC: CARROLL ELECTRIC CARROLL ELECTRIC (479) 273-2421
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Page 2: 9TH & 10TH & PERSIMMON STREETS WATER LINE REPLACEMENT · 2020. 7. 1. · 02-09550-000 fitch, cecilia & fitch, cynthia 406 n 10th st. 02-09549-000 fitch, cynthia & fitch, cecilia 408

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PROJECT NUMBER:

CHECKED BY:

DRAWN BY: DATE:

SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

1

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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24" DIP
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6" AC
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8" DIP
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8" CIP
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6" AC
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24" DIP
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12" CIP
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12" AC
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AR
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500,000 GAL. ELEVATED TOWER EL. 1469 1469 8th & Persimmon
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-09552-001 COLEMAN, ANGELINE G-AHUMADA, LUIS & GABRIELA 1102 W PERSIMMON ST
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02-08686-000 BLANEY, JULIE ANNE 220 N 9TH ST
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02-08672-000 MCCLELLAN, SEAN F & SARAH A 221 N 9TH ST
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02-05466-000 NGUYEN, LIEN 206 N 10TH ST
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02-08685-000 LANNING, JAMES ROBERT & AGUILAR, FRANCIS MORALES 222 N 9TH ST
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02-01281-000 GRAHAM, BARBARA J 302 N 10TH ST
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02-05700-000 MORGAN, JOSHUA & FREY, KEVIN 304 N 9TH ST
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02-06323-000 LUNDY, J MARK 305 N 10TH ST
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02-03037-000 AVILA, ROSA 305 N 9TH ST
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02-01278-000 CASTREJON, ARTURO 306 N 10TH ST
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02-06322-000 SALAS, MARTIN 307 N 10TH ST
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02-01277-000 HOOD, SHERRYE & NORMAN 308 N 10TH ST
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02-05699-000 SHEPARD, PAM & GARDNER, RANDAL 308 N 9TH ST
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02-03036-000 SUMNER, JOHN 309 N 9TH ST
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02-05696-000 REQUA, MARY L 310 N 9TH ST
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02-01267-000 FRANCISCO, MICAELA J 311 N 10TH ST
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02-03034-000 MORRISON, ANTONIA 313 N 9TH ST
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02-05695-000 EVESAN LLC 314 N 9TH ST
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05693-000 MACKEY, GAREENO & LEIA M 402 N 9TH ST
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02-03031-000 CANADA, VALERIE 403 N 9TH ST
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02-09551-000 CALDERON, HONORIA 404 N 10TH ST
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02-05692-000 FIELDS, LEONA 404 N 9TH
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02-01274-000 ROJO, DOLORES 405 N 10TH ST
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02-03029-000 LOPEZ, ANTONIO 405 N 9TH ST
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02-09550-000 FITCH, CECILIA & FITCH, CYNTHIA 406 N 10TH ST
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02-09549-000 FITCH, CYNTHIA & FITCH, CECILIA 408 N 10TH ST
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02-09548-000 JOHNSON, DAVID A 410 N 10TH ST
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02-05689-000 ORTZ, DOUGLAS D 410 N 9TH ST
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02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
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02-05686-000 SOTO-ESPINOSA, AGUSTIN & DE SOTO, MARIA F GONZALEZ 412 N 9TH ST
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02-03040-000 GUREL, STACY & GUREL, CHARLOTTE 803 W MAPLE ST
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02-07723-000 CITY OF ROGERS 809 W PERSIMMON ST
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02-07722-001 FOWLER, GRANT J & AMY 815 W PERSIMMON ST
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02-07722-000 BLOCK, WESLEY & BLOCK, NATHAN 821 W PERSIMMON ST
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02-03028-000 CLEAR SKY INC 822 W PERSIMMON ST
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02-05698-000 ZENDEJAS, ROSA L REYES 905 W MAPLE ST
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02-06327-000 ENGLISH PROPERTIES LLC 907 W MAPLE ST
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02-06326-000 HOWARD, HAROLD L & PAULINE 909 W MAPLE ST
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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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02-05687-000 CHISNELL, BRENDA 910 W PERSIMMON ST
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02-01263-000 CHANDLER LIVING TRUST -MARY LOUISE 912 W PERSIMMON ST
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02-01264-000 CHANDLER LIVING TRUST -MARY LOUISE 914 W PERSIMMON ST
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02-01266-000 HERNANDEZ-TRUJILLO, HERIBERTO & SOTO, LAURA 916 W PERSIMMON ST
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02-01265-000 ZAMUDIO, JAIME & LETICIA G 950 W PERSIMMON ST
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02-05986-000 ELMS PROPERTIES LLC 918 W MAPLE ST
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02-05987-000 CARRANZA, CARMEN 920 W MAPLE ST
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02-05988-000 GARDUNO, MARIA L 924 W MAPLE ST
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02-05989-000 VAZQUEZ, SUSANA 926 W MAPLE ST
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02-05990-000 SANCHEZ-TINAJERO, JAMIE & MARTINEZ-SANCHEZ, SOFIA 928 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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02-08674-000 SHELDON, LORENE K 215 N 9TH ST
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02-08677-000 METCALF TRUST, THURMAN L 207 N 9TH ST
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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02-08687-000 HUTCHESON, JUSTIN 218 N 9TH ST
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02-08688-000 BUTTRAM REVOCABLE TRUST, DAN & ANITA 208 N 9TH ST
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02-08689-000 WHITAKER, ESTER 204 N 9TH ST
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02-08690-000 MCDONALD CORPORATION
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02-08690-000 MCDONALD CORPORATION
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02-08690-000 MCDONALD CORPORATION 903 W WALNUT ST
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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02-08683-000 ENRIQUEZ-RODRIGUEZ, ESTELA & RAMON 117 N 9TH ST
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02-08684-000 RNR INVESTMENTS LLC 817 W WALNUT ST
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02-01282-000 JANKOWSKI, EVA 202 N 10TH ST
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02-05992-000 GUEVERA, MILTON VLADIMIR 201 N 10TH ST & 933 W CHESTNUT ST
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02-05467-000 KESTER, VERNA L 106 & 108 N 10TH ST
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02-01285-000 G & N HUBER COMMERCIAL LLC 1001 W WALNUT ST
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02-05997-000 ANSLEY INVESTMENT LLC 931 W WALNUT ST
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02-05992-000 GUEVERA, MILTON VLADIMIR W CHESTNUT ST
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02-05992-000 GUEVERA, MILTON VLADIMIR 929 & 931 W CHESTNUT ST
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02-07715-000 COOK, GARY S 502 N 9TH ST
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02-07714-001 DUNCAN, JIM & VICKIE 909 W PERSIMMON ST
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02-07704-000 BROWN, JAMES O 1001 W PERSIMMON ST
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02-07705-001 DIAZ, FILIBERTO & REYES, EVELIN V 1011 W PERSIMMON ST
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02-07705-000 HAYDEN, KAREN 1013 W PERSIMMON ST
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02-07696-000 STROUT, KEVIN G 500 N 11TH ST
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02-03028-000 CLEAR SKY INC 410 N 8TH ST
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MH 16-43
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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02-08670-000 SMOKIN JOES RIBHOUSE INC 200 N 8TH ST
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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02-01288-000 CANTERBURY LIVING TRUST, JOHN T 100 N 8TH ST
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02-01287-000 CANTERBURY LIVING TRUST, JOHN T W CHESTNUT ST
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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02-05469-000 G & N HUBER COMMERCIAL LLC N 10TH ST
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02-05996-000 G & N HUBER COMMERCIAL LLC 926 W CHESTNUT ST
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02-01265-000 ZAMUDIO, JAIME & LETICIA G 950 W PERSIMMON ST
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02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
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02-05696-000 REQUA, MARY L 310 N 9TH ST
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02-05695-000 EVESAN LLC 314 N 9TH ST
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02-05693-000 MACKEY, GAREENO & LEIA M 402 N 9TH ST
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02-05692-000 FIELDS, LEONA 404 N 9TH
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02-05689-000 ORTZ, DOUGLAS D 410 N 9TH ST
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02-05686-000 SOTO-ESPINOSA, AGUSTIN & DE SOTO, MARIA F GONZALEZ 412 N 9TH ST
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4" CIP
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4" CIP
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FL: 1331.1
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FL: 1331.2
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02-01280-000 HOLDBROOK, KENNETH WALTER SR 1003 W MAPLE ST
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02-01241-000 ROGERS TOOL WORKS 205 N 13TH ST
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02-01241-000 ROGERS TOOL WORKS 205 N 13TH ST
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02-05457-000 PACE, KIMBERLEE DAWN & AARON THOMAS 119 N 11TH ST
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02-05464-000 PACE, KIMBERLEE DAWN & AARON THOMAS 119 N 11TH ST
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02-01281-000 GRAHAM, BARBARA J 302 N 10TH ST
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CONCRETE BOX CULVERT
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S
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24" DIP
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02-01241-000 ROGERS TOOL WORKS 205 N 13TH ST
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02-01262-000 RIOS, IGNACIO AROYO 106 N 11TH ST
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106
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02-01261-000 REMNANT CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 108 N 11TH ST
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108
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02-01260-000 DELEON, JUAN CARLOS & TRACY 104 N 11TH ST
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104
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1037
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1035
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02-05461-000 HARP, GREG & BETH 107 N 11TH ST
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02-05462-000 DELEON, TRACY A & JUAN CARLOS 105 N 11TH ST
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02-05460-000 OSBOURN, NEOMA M 109 N 11TH ST
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02-05460-000 OSBOURN, NEOMA M 109 N 11TH ST
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02-05463-000 ROSE, ANGELA MCKESSON 103 N 11TH ST
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02-05458-000 SALAZAR, JOE A & MARYLAND B 117 N 11TH ST
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02-05457-000 PACE, KIMBERLEE DAWN & AARON THOMAS 119 N 11TH ST
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02-01284-000 BURTON INVESTMENT PROPERTIES 1029 W WALNUT ST
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02-01283-000 ROSE, ANGELA MCKESSON 1031 W WALNUT ST
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02-01258-000 GARRETT TIRE CO OF ROGERS INC 1037 W WALNUT ST
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02-01259-000 ODWYER, SUSAN & PETTY, MATT G & PETTY, REGINALD BULAR & PETTY, SADIE 1035 W WALNUT ST
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02-01285-000 G & N HUBER COMMERCIAL LLC 1001 W WALNUT ST
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TOP 24" WL: 1340.6
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PROPOSED 10' WIDE SIDEWALK
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KRM
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ABS
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BY
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DATE
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utility lines. It's costly.
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Call
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X
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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8" W
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AIR RELEASE VALVE
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0
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80
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120
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SCALE: HORIZ 1"=80'
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%%U SHEET LAYOUT
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WATER LINE 1
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NTS
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NO.16171
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SHEET 5
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SHEET 6
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WATER LINE 2
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SHEET 9
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SHEET 10
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FL24": 1335.42 FL18":1335.92
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FL24": 1341.91 FL18": 1342.47
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FL24": 1340.09 FL18": 1340.65
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FL18": 1343.70
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FL18": 1343.60
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FL18"OUT: 1343.00
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FL18":1336.01
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FL18": 1340.69
Page 3: 9TH & 10TH & PERSIMMON STREETS WATER LINE REPLACEMENT · 2020. 7. 1. · 02-09550-000 fitch, cecilia & fitch, cynthia 406 n 10th st. 02-09549-000 fitch, cynthia & fitch, cecilia 408

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SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

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2

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

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8" PVC
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6" AC
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1001
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1011
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1013
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412
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500
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8" PVC
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W
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W
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02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
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02-05687-000 CHISNELL, BRENDA 910 W PERSIMMON ST
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02-01263-000 CHANDLER LIVING TRUST -MARY LOUISE 912 W PERSIMMON ST
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02-01264-000 CHANDLER LIVING TRUST -MARY LOUISE 914 W PERSIMMON ST
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02-01266-000 HERNANDEZ-TRUJILLO, HERIBERTO & SOTO, LAURA 916 W PERSIMMON ST
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02-01265-000 ZAMUDIO, JAIME & LETICIA G 950 W PERSIMMON ST
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02-07704-000 BROWN, JAMES O 1001 W PERSIMMON ST
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02-07705-001 DIAZ, FILIBERTO & REYES, EVELIN V 1011 W PERSIMMON ST
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02-07705-000 HAYDEN, KAREN 1013 W PERSIMMON ST
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S
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S
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3749
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MH 16-39A
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MH 16-39
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MH 08-8
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MH 08-7
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MH 08-6
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02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
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G
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G
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G
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21" VYLON SEWER MAIN
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8" PVC SEWER MAIN
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STA 0+00 INSTALL 8" VALVE WITH PLUG
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STA 0+07 INSTALL 8" MJ TEE & SWING CONNECTION TO EXISTING 8" WATER LINE
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STA 1+04 INSTALL 8" MJ TEE & 8" VALVE
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STA 3+46 INSTALL 8" MJ TEE & 8" SWING CONNECTION TO EXISTING 8" WATER LINE
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MIN.18"
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INSTALL 8" PC 350 DIP
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KRM
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ABS
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WATER LINE 1 STA 0+00 TO 4+50 PERSIMMON STREET
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
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Call
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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40
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STA 0+05 INSTALL 8" MJ TEE & MAKE SWING CONNECTION TO EXISTING 8" WATER LINE
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 1 STA 0+00 to 4+50
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 1 STA 0+00 to 4+50
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WATER LINE 1
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NTS
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VICINITY MAP
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N
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STA 1+04 INSTALL 8" MJ TEE & 8" VALVE
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S
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NO.16171
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N
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T
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R
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R
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A
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O
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E
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B
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E
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N
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E
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G
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A
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E
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E
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N
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A
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T
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E
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A
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R
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K
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A
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S
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O
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F
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A
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S
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A
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W
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STA 3+46 INSTALL 8" MJ TEE & 8" VALVE
AutoCAD SHX Text
INSTALL 8" TAPPING SLEEVE & VALVE
AutoCAD SHX Text
PLUG AND BURY IN PLACE EXISTING 8" VALVE
AutoCAD SHX Text
ABANDON WATER LINE
AutoCAD SHX Text
CUT, CAP & BLOCK EXISTING 6" WATER LINE
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
STA 0+00 INSTALL 8" PLUGGED VALVE
AutoCAD SHX Text
INSTALL 8" TAPPING SLEEVE & VALVE
AutoCAD SHX Text
NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

3

PROJECT

LOCATION

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8" AC
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815
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821
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502
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909
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W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
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02-07722-001 FOWLER, GRANT J & AMY 815 W PERSIMMON ST
AutoCAD SHX Text
02-07722-000 BLOCK, WESLEY & BLOCK, NATHAN 821 W PERSIMMON ST
AutoCAD SHX Text
02-03028-000 CLEAR SKY INC 822 W PERSIMMON ST
AutoCAD SHX Text
02-05687-000 CHISNELL, BRENDA 910 W PERSIMMON ST
AutoCAD SHX Text
02-07715-000 COOK, GARY S 502 N 9TH ST
AutoCAD SHX Text
02-07714-001 DUNCAN, JIM & VICKIE 909 W PERSIMMON ST
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
MH 16-40
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MH 08-16
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02-05686-000 SOTO-ESPINOSA, AGUSTIN & DE SOTO, MARIA F GONZALEZ 412 N 9TH ST
AutoCAD SHX Text
TP
AutoCAD SHX Text
G
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G
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G
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10" VCP SEWER MAIN
AutoCAD SHX Text
STA 5+10 INSTALL 8" MJ TEE & 8" VALVE
AutoCAD SHX Text
STA 6+72 INSTALL 8"x6" MJ TEE & HYDRANT ASSEMBLY
AutoCAD SHX Text
STA 6+76 INSTALL 11¼° BEND
AutoCAD SHX Text
STA 6+88 INSTALL 11¼° BEND
AutoCAD SHX Text
STA 6+96 INSTALL 8" MJ TEE
AutoCAD SHX Text
STA 7+20 INSTALL 8" MJ TEE & SWING CONNECTION TO EXISTING 8" WATER LINE
AutoCAD SHX Text
INSTALL 8" PC 350 DIP
AutoCAD SHX Text
INSTALL AIR RELEASE ASSEMBLY
AutoCAD SHX Text
KRM
AutoCAD SHX Text
ABS
AutoCAD SHX Text
WATER LINE 1 STA 4+50 TO 8+00 PERSIMMON STREET
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
X
AutoCAD SHX Text
GAS
AutoCAD SHX Text
R/W
AutoCAD SHX Text
FOUND IRON PIN/PIPE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
POWER POLE W/ GUY
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
GAS MAIN
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
UG/E
AutoCAD SHX Text
OH/E
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UG/T
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SS
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W
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LEGEND
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
GRAVITY SEWER MAIN
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
PROPOSED
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REDUCER
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ELECTRIC RISER BOX
AutoCAD SHX Text
ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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40
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PLAN WATER LINE 1 STA 4+50 to 8+00
AutoCAD SHX Text
WATER LINE 1
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NTS
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VICINITY MAP
AutoCAD SHX Text
N
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STA 5+08 INSTALL 8' MJ TEE & 8" VALVES
AutoCAD SHX Text
ABANDON WATER LINE
AutoCAD SHX Text
S
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NO.16171
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O
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F
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A
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S
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A
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W
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STA 6+70 INSTALL 8"x6" MJ TEE & HYDRANT ASSEMBLY
AutoCAD SHX Text
PLUG AND BURY IN PLACE EXISTING 8" VALVE
AutoCAD SHX Text
STA 6+96 INSTALL 8" MJ TEE & 8" VALVE
AutoCAD SHX Text
INSTALL 8" TAPPING SLEEVE & VALVE
AutoCAD SHX Text
STA 7+20 INSTALL 8" MJ TEE
AutoCAD SHX Text
INSTALL 8" MJ 11¼° BENDS
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE WATER LINE 1 STA 4+50 to 8+00
AutoCAD SHX Text
NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
AutoCAD SHX Text
INSTALL AIR RELEASE ASSEMBLY
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PROJECT NUMBER:

CHECKED BY:

DRAWN BY: DATE:

SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

4

PROJECT

LOCATION

AutoCAD SHX Text
12" CIP
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12" AC
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8" AC
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721
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815
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822
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821
AutoCAD SHX Text
W
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W
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02-07723-000 CITY OF ROGERS 809 W PERSIMMON ST
AutoCAD SHX Text
02-07722-001 FOWLER, GRANT J & AMY 815 W PERSIMMON ST
AutoCAD SHX Text
02-07722-000 BLOCK, WESLEY & BLOCK, NATHAN 821 W PERSIMMON ST
AutoCAD SHX Text
02-03028-000 CLEAR SKY INC 822 W PERSIMMON ST
AutoCAD SHX Text
02-03028-000 CLEAR SKY INC 410 N 8TH ST
AutoCAD SHX Text
460
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PROPOSED 10' WIDE SIDEWALK
AutoCAD SHX Text
STA 8+70 INSTALL 8" GATE VALVE, 12"x8" MJ REDUCER, 12" MJ TEE & SWING CONNECTION TO EXISTING 12" WATER LINE
AutoCAD SHX Text
STA 9+76 INSTALL 12" MJ TEE & 2-12" BUTTERFLY VALVES, PLUG EAST VALVE
AutoCAD SHX Text
STA 10+19 INSTALL 22½° BEND
AutoCAD SHX Text
STA 10+21 CONNECT TO EXISTING 12" VALVE
AutoCAD SHX Text
INSTALL 8" PC 350 DIP
AutoCAD SHX Text
INSTALL 12" PC 350 DIP
AutoCAD SHX Text
STA 8+86 INSTALL 12" MJ 22½° BEND
AutoCAD SHX Text
STA 9+06 INSTALL 12" MJ 11¼° BEND
AutoCAD SHX Text
STA 9+80 INSTALL 12" MJ 22½° BEND
AutoCAD SHX Text
KRM
AutoCAD SHX Text
ABS
AutoCAD SHX Text
WATER LINE 1 STA 8+00 TO 10+03 PERSIMMON STREET
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
X
AutoCAD SHX Text
GAS
AutoCAD SHX Text
R/W
AutoCAD SHX Text
FOUND IRON PIN/PIPE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
POWER POLE W/ GUY
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
GAS MAIN
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
UG/E
AutoCAD SHX Text
OH/E
AutoCAD SHX Text
UG/T
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
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LEGEND
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
GRAVITY SEWER MAIN
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text
ELECTRIC RISER BOX
AutoCAD SHX Text
ER
AutoCAD SHX Text
G
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TP
AutoCAD SHX Text
S
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8" SS
AutoCAD SHX Text
8" W
AutoCAD SHX Text
AIR RELEASE VALVE
AutoCAD SHX Text
S
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06-30/2020
AutoCAD SHX Text
0
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GRAPHIC SCALE
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
10
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20'
AutoCAD SHX Text
20
AutoCAD SHX Text
30
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40
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PLAN WATER LINE 1 STA 8+00 to 10+03
AutoCAD SHX Text
WATER LINE 1
AutoCAD SHX Text
NTS
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
N
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ABANDON WATER LINE
AutoCAD SHX Text
S
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NO.16171
AutoCAD SHX Text
N
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T
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R
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O
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R
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R
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P
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A
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O
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N
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B
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G
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F
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A
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S
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A
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W
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STA 8+70 INSTALL 8" GATE VAVLE, 12"x8" MJ REDUCER, 12" MJ TEE & SWING CONNECTION TO EXISTING 12" WATER MAIN
AutoCAD SHX Text
PLUG AND BURY IN PLACE EXISTING 8" VALVE
AutoCAD SHX Text
STA 9+76 INSTALL 12" MJ TEE & 2-12" BUTTERFLY VALVES, PLUG EAST VALVE
AutoCAD SHX Text
INSTALL 12" STAINLESS STEEL TAPPING SLEEVE & VALVE
AutoCAD SHX Text
STA 10+21 CONNECT TO EXISTING 12" VALVE WITH 12" MJ 22½° MJ BEND
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE WATER LINE 1 STA 8+00 to 10+03
AutoCAD SHX Text
NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
AutoCAD SHX Text
STA 8+86 INSTALL 12" MJ 22½° BEND
AutoCAD SHX Text
STA 9+06 INSTALL 12" MJ 11¼° BEND
AutoCAD SHX Text
STA 9+80 INSTALL 12" MJ 22½° BEND
AutoCAD SHX Text
STA 10+01 INSTALL 12" MJ 45° BEND
AutoCAD SHX Text
PROPOSED NEW STREET WIDENING LOCATION
AutoCAD SHX Text
PROPOSED 10' WIDE SIDEWALK
AutoCAD SHX Text
PIPE DEFLECTION
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11TH

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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

5

AutoCAD SHX Text
8" PVC
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307
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405
AutoCAD SHX Text
311
AutoCAD SHX Text
950
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410
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408
AutoCAD SHX Text
406
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404
AutoCAD SHX Text
412
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308
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8" PVC
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8" PVC
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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W
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02-01278-000 CASTREJON, ARTURO 306 N 10TH ST
AutoCAD SHX Text
02-06322-000 SALAS, MARTIN 307 N 10TH ST
AutoCAD SHX Text
02-01277-000 HOOD, SHERRYE & NORMAN 308 N 10TH ST
AutoCAD SHX Text
02-01267-000 FRANCISCO, MICAELA J 311 N 10TH ST
AutoCAD SHX Text
02-09551-000 CALDERON, HONORIA 404 N 10TH ST
AutoCAD SHX Text
02-01274-000 ROJO, DOLORES 405 N 10TH ST
AutoCAD SHX Text
02-09550-000 FITCH, CECILIA & FITCH, CYNTHIA 406 N 10TH ST
AutoCAD SHX Text
02-09549-000 FITCH, CYNTHIA & FITCH, CECILIA 408 N 10TH ST
AutoCAD SHX Text
02-09548-000 JOHNSON, DAVID A 410 N 10TH ST
AutoCAD SHX Text
02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
AutoCAD SHX Text
02-01265-000 ZAMUDIO, JAIME & LETICIA G 950 W PERSIMMON ST
AutoCAD SHX Text
02-07705-001 DIAZ, FILIBERTO & REYES, EVELIN V 1011 W PERSIMMON ST
AutoCAD SHX Text
02-07705-000 HAYDEN, KAREN 1013 W PERSIMMON ST
AutoCAD SHX Text
S
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S
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S
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MH 08-7
AutoCAD SHX Text
MH 08-6
AutoCAD SHX Text
MH 08-11
AutoCAD SHX Text
02-01265-000 ZAMUDIO, JAIME & LETICIA G 950 W PERSIMMON ST
AutoCAD SHX Text
02-09547-000 ORELLANA, MARVIN 412 N 10TH ST
AutoCAD SHX Text
G
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G
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G
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G
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G
AutoCAD SHX Text
G
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G
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G
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G
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STA 0+00 INSTALL 8" VALVE
AutoCAD SHX Text
STA 0+35 INSTALL 45° BEND
AutoCAD SHX Text
STA 0+57 INSTALL 45° BEND
AutoCAD SHX Text
8" PVC SEWER MAIN
AutoCAD SHX Text
INSTALL 8" PC 350 DIP
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
6" WATER MAIN
AutoCAD SHX Text
KRM
AutoCAD SHX Text
ABS
AutoCAD SHX Text
BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
06-30/2020
AutoCAD SHX Text
0
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
10
AutoCAD SHX Text
20'
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40
AutoCAD SHX Text
STA 0+00 INSTALL 8" VALVE
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE WATER LINE 2 STA 0+00 to 4+50
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PLAN WATER LINE 2 STA 0+00 to 4+50
AutoCAD SHX Text
WATER LINE 2
AutoCAD SHX Text
NTS
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
AutoCAD SHX Text
S
AutoCAD SHX Text
NO.16171
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N
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T
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R
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O
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R
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G
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O
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F
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A
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S
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A
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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W
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INSTALL 8" MJ 45° BENDS
AutoCAD SHX Text
WATER LINE 2 STA 0+00 TO 4+50 N 10TH STREET
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ABANDON WATER LINE
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
PROPOSED CURB & GUTTER BY OTHERS
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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

6

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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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6"
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8" PVC
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6"
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2" GALV
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6" AC
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929
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201
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305
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930
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302
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206
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306
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1002
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W
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W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
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W
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W
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W
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-05466-000 NGUYEN, LIEN 206 N 10TH ST
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02-01281-000 GRAHAM, BARBARA J 302 N 10TH ST
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02-06323-000 LUNDY, J MARK 305 N 10TH ST
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02-01278-000 CASTREJON, ARTURO 306 N 10TH ST
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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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02-05990-000 SANCHEZ-TINAJERO, JAMIE & MARTINEZ-SANCHEZ, SOFIA 928 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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02-01282-000 JANKOWSKI, EVA 202 N 10TH ST
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02-05992-000 GUEVERA, MILTON VLADIMIR 201 N 10TH ST & 933 W CHESTNUT ST
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S
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466
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MH 08-12
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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G
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G
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G
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G
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G
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G
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FL30": 1333.00 FL24": 1333.50 FL18": 1334.00
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FL18":1334.12
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6" WATER MAIN
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CONCRETE BOX CULVERT
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STA 6+51 INSTALL 8" MJ TEE & 8" VALVES
AutoCAD SHX Text
STA 8+80 INSTALL 8" MJ 45° BEND
AutoCAD SHX Text
STA 8+87 INSTALL 8" MJ 45° BEND
AutoCAD SHX Text
INSTALL 20 L.F. 16"x0.25" THICK STEEL CASING
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INSTALL 8" PC 350 DIP
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MINIMUM 6" SEPARATION
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EXISTING GROUND
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2" WATER MAIN
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PROPOSED 30" RCP STORM DRAIN PIPE
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KRM
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ABS
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
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Call
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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40
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 2 STA 4+50 to 9+00
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 2 STA 4+50 to 9+00
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WATER LINE 2
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STA 6+51 = STA 1+37 LINE 5 STA 1+37 LINE 5 INSTALL 8" MJ TEE & 8" VALVES
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NTS
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VICINITY MAP
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N
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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S
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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W
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WATER LINE 2 STA 4+50 TO 9+00 N 10TH STREET
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WATER LINE 5
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ABANDON WATER LINE
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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FL: 1334.7
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FL: 1334.3
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INSTALL 20 L.F. STEEL ENCASEMENT
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PROPOSED CURB & GUTTER BY OTHERS
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PROPOSED STORM DRAIN BY OTHERS
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STA 6+69 =STA 1+19 LINE 5 INSTALL 8" MJ TEE & 8" VALVES8" VALVES
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INSTALL 8" MJ 45° BENDS
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PROJECT NUMBER:

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DRAWN BY: DATE:

SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

7

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6"
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6"
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3" AC
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2" GALV
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933
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931
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202
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108
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106
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W
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W
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W
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W
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W
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W
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W
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02-01282-000 JANKOWSKI, EVA 202 N 10TH ST
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02-05992-000 GUEVERA, MILTON VLADIMIR 201 N 10TH ST & 933 W CHESTNUT ST
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02-05467-000 KESTER, VERNA L 106 & 108 N 10TH ST
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02-01285-000 G & N HUBER COMMERCIAL LLC 1001 W WALNUT ST
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02-05997-000 ANSLEY INVESTMENT LLC 931 W WALNUT ST
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S
AutoCAD SHX Text
S
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462
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MH 08-13A
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MH 08-13
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02-05469-000 G & N HUBER COMMERCIAL LLC N 10TH ST
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02-05996-000 G & N HUBER COMMERCIAL LLC 926 W CHESTNUT ST
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G
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G
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G
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12"x24" STORM DRAIN PIPE
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6" SEWER MAIN
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10 L.F. 16"x0.25" THICK STEEL CASING OPEN CUT
AutoCAD SHX Text
STA 13+03 INSTALL 8"x6" MJ TEE HYDRANT ASSEMBLY
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STA 13+06 INSTALL 8" VALVE WITH PLUG
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STA 9+60 INSTALL 8"x6" MJ TEE, HYDRANT ASSEMBLY & 8" VALVE
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EXISTING GROUND
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KRM
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ABS
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BY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
No.
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DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
06-30/2020
AutoCAD SHX Text
0
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GRAPHIC SCALE
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SCALE: 1" =
AutoCAD SHX Text
10
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20'
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20
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30
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40
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 2 STA 9+00 to 13+06
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 2 STA 9+00 to 13+06
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WATER LINE 2
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STA 9+60 INSTALL 8"x6" MJ TEE, 8" VALVE & HYDRANT ASSEMBLY
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NTS
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VICINITY MAP
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N
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
AutoCAD SHX Text
S
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NO.16171
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N
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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W
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WATER LINE 2 STA 9+00 TO 13+06 N 10TH STREET
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STA 13+03 INSTALL 8"x6" MJ TEE, HYDRANT ASSEMBLY & 8" VALVE WITH PLUG
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APPROXIMATE LOCATION OF NEW 8" WATER LINE TO BE INSTALLED DURING W WALNUT STREET WIDENING
AutoCAD SHX Text
CUT, CAP & BLOCK EXISTING 3" WATER LINE
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ABANDON WATER LINE
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE 1" WATER METER
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INSTALL 10 L.F. STEEL ENCASEMENT
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PROPOSED CURB & GUTTER BY OTHERS
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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

8

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21" VYLON
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2" GALV
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908
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400
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400
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400
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400
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910
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W
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W
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W
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W
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W
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W
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W
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05694-000 MAHMOODI, KATHY 400 N 9TH PL
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02-05687-000 CHISNELL, BRENDA 910 W PERSIMMON ST
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02-07714-001 DUNCAN, JIM & VICKIE 909 W PERSIMMON ST
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S
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S
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MH 16-40A
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MH 16-40
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MH 16-39A
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02-05696-000 REQUA, MARY L 310 N 9TH ST
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02-05695-000 EVESAN LLC 314 N 9TH ST
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02-05693-000 MACKEY, GAREENO & LEIA M 402 N 9TH ST
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02-05692-000 FIELDS, LEONA 404 N 9TH
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02-05689-000 ORTZ, DOUGLAS D 410 N 9TH ST
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02-05686-000 SOTO-ESPINOSA, AGUSTIN & DE SOTO, MARIA F GONZALEZ 412 N 9TH ST
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G
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G
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STA 3+36 INSTALL 8" MJ 45° BEND
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STA 3+64 INSTALL 8" MJ 45° BEND
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21" VYLON SEWER MAIN
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STA 0+00 INSTALL 8" VALVE
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EXISTING GROUND
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21" VYLON SEWER MAIN
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KRM
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ABS
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BY
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REVISION
AutoCAD SHX Text
No.
AutoCAD SHX Text
DATE
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Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
06-30/2020
AutoCAD SHX Text
0
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GRAPHIC SCALE
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SCALE: 1" =
AutoCAD SHX Text
10
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20'
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20
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30
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40
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STA 0+00 INSTALL 8" VALVE
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 3 STA 0+00 to 4+00
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 3 STA 0+00 to 4+00
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WATER LINE 3
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NTS
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VICINITY MAP
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N
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S
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A
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A
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GAS
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R/W
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FOUND IRON PIN/PIPE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
POWER POLE W/ GUY
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
GAS MAIN
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
UG/E
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OH/E
AutoCAD SHX Text
UG/T
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SS
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W
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LEGEND
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
GRAVITY SEWER MAIN
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
PROPOSED
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REDUCER
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ELECTRIC RISER BOX
AutoCAD SHX Text
ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
AutoCAD SHX Text
S
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W
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WATER LINE 3 STA 0+00 TO 4+00 N 9TH PLACE
AutoCAD SHX Text
ABANDON WATER LINE
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
PROPOSED CURB & GUTTER BY OTHERS
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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

9

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918
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905
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02-05698-000 ZENDEJAS, ROSA L REYES 905 W MAPLE ST
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02-05986-000 ELMS PROPERTIES LLC 918 W MAPLE ST
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MH 08-15
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G
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FL24": 1339.40 FL18": 1339.90
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FL18": 1340.02
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STA 6+45 INSTALL 8" VALVE
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EXISTING GROUND
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PROPOSED 24" RCP STORM DRAIN PIPE
AutoCAD SHX Text
18"
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KRM
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ABS
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
AutoCAD SHX Text
Call
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 3 STA 4+00 to 6+45
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 3 STA 4+00 to 6+45
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WATER LINE 3
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NTS
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VICINITY MAP
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N
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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S
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GAS
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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TP
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8" SS
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8" W
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AIR RELEASE VALVE
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WATER LINE 3 STA 0+00 TO 4+50 N 9TH PLACE
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STA 6+45 INSTALL 8" VALVE
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WATER LINE 5
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PROPOSED CURB & GUTTER BY OTHERS
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PROPOSED STORM DRAIN BY OTHERS
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SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

10

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10" VCP
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6" AC
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405
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403
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822
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309
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313
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410
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412
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404
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310
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02-03036-000 SUMNER, JOHN 309 N 9TH ST
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02-05696-000 REQUA, MARY L 310 N 9TH ST
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02-03034-000 MORRISON, ANTONIA 313 N 9TH ST
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02-05695-000 EVESAN LLC 314 N 9TH ST
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02-05693-000 MACKEY, GAREENO & LEIA M 402 N 9TH ST
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02-03031-000 CANADA, VALERIE 403 N 9TH ST
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02-05692-000 FIELDS, LEONA 404 N 9TH
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02-03029-000 LOPEZ, ANTONIO 405 N 9TH ST
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02-05689-000 ORTZ, DOUGLAS D 410 N 9TH ST
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02-05686-000 SOTO-ESPINOSA, AGUSTIN & DE SOTO, MARIA F GONZALEZ 412 N 9TH ST
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02-07722-000 BLOCK, WESLEY & BLOCK, NATHAN 821 W PERSIMMON ST
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02-03028-000 CLEAR SKY INC 822 W PERSIMMON ST
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02-07715-000 COOK, GARY S 502 N 9TH ST
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S
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MH 08-17
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MH 08-16
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TP
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TP
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STA 0+00 INSTALL 8" VALVE
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EXISTING GROUND
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KRM
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ABS
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
AutoCAD SHX Text
Call
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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30
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STA 0+00 INSTALL 8" VALVE
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE WATER LINE 4 STA 0+00 to 4+50
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 4 STA 0+00 to 4+50
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WATER LINE 4
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NTS
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VICINITY MAP
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N
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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S
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NO.16171
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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TP
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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W
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WATER LINE 4 STA 0+00 TO 4+50 N 9TH STREET
AutoCAD SHX Text
ABANDON WATER LINE
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
PROPOSED CURB & GUTTER BY OTHERS
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SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

11

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10" VCP
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10" VCP
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4" CIP
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305
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803
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221
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215
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207
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803
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803
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308
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220
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218
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02-08686-000 BLANEY, JULIE ANNE 220 N 9TH ST
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02-08672-000 MCCLELLAN, SEAN F & SARAH A 221 N 9TH ST
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02-08685-000 LANNING, JAMES ROBERT & AGUILAR, FRANCIS MORALES 222 N 9TH ST
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02-05700-000 MORGAN, JOSHUA & FREY, KEVIN 304 N 9TH ST
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02-03037-000 AVILA, ROSA 305 N 9TH ST
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02-05699-000 SHEPARD, PAM & GARDNER, RANDAL 308 N 9TH ST
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02-03040-000 GUREL, STACY & GUREL, CHARLOTTE 803 W MAPLE ST
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02-08674-000 SHELDON, LORENE K 215 N 9TH ST
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02-08677-000 METCALF TRUST, THURMAN L 207 N 9TH ST
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02-08687-000 HUTCHESON, JUSTIN 218 N 9TH ST
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02-08688-000 BUTTRAM REVOCABLE TRUST, DAN & ANITA 208 N 9TH ST
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465
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MH 08-18
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TP
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TP
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TP
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4" CIP
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FL24": 1342.46 FL18": 1343.02
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FL18": 1343.14
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FL18": 1343.46
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FL18": 1343.34
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FL18"OUT: 1343.00
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STA 6+28 =STA 7+54 LINE 5 INSTALL 8" MJ TEE & 8" VALVES
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STA 7+93 INSTALL 8" MJ 45° BEND
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STA 7+97 INSTALL 8" MJ 45° BEND
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STA 6+12 INSTALL 8"x6" MJ TEE HYDRANT ASSEMBLY
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6" WATER MAIN
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EXISTING GROUND
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EXISTING STORM DRAIN PIPE
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4" WATER MAIN
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1.77'
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PROPOSED 18" RCP STORM DRAIN PIPE
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1.65'
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PROPOSED 18" RCP STORM DRAIN PIPE
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1.57'
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KRM
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ABS
AutoCAD SHX Text
BY
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REVISION
AutoCAD SHX Text
No.
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DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
06-30/2020
AutoCAD SHX Text
0
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
10
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20'
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20
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30
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40
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INSTALL 8" MJ 45° BENDS
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 4 STA 4+50 to 9+00
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 4 STA 4+50 to 9+00
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WATER LINE 4
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NTS
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VICINITY MAP
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N
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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S
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NO.16171
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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W
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WATER LINE 4 sta 4+50 to 9+00 N 9TH STREET
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ABANDON WATER LINE
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STA 6+28 =STA 7+54 LINE 5 INSTALL 8" MJ TEE & 8" VALVES
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WATER LINE 5
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
REMOVE EXISTING HYDRANT AND DELIVER TO RWU
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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STA 6+12 INSTALL 8"x6" MJ TEE & HYDRANT ASSEMBLY
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PROPOSED CURB & GUTTER BY OTHERS
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PROPOSED STORM DRAIN BY OTHERS
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PROPOSED STORM DRAIN BY OTHERS
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PROPOSED CURB & GUTTER BY OTHERS
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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

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LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

12

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10" VCP
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6"
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4" CIP
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203
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817
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117
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125
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204
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2" PVC
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2" COPPER
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02-08677-000 METCALF TRUST, THURMAN L 207 N 9TH ST
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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02-08688-000 BUTTRAM REVOCABLE TRUST, DAN & ANITA 208 N 9TH ST
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02-08689-000 WHITAKER, ESTER 204 N 9TH ST
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02-08690-000 MCDONALD CORPORATION
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02-08690-000 MCDONALD CORPORATION 903 W WALNUT ST
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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02-08683-000 ENRIQUEZ-RODRIGUEZ, ESTELA & RAMON 117 N 9TH ST
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02-08684-000 RNR INVESTMENTS LLC 817 W WALNUT ST
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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STA 12+88 INSTALL 8"x6" MJ TEE HYDRANT ASSEMBLY
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STA 12+91 INSTALL 8" VALVE WITH PLUG
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STA 10+29 INSTALL 8" MJ TEE & 8" VALVE
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6" SEWER MAIN
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2" WATER MAIN
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KRM
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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WATER LINE 4 STA 9+00 TO 12+91 N 9TH STREET
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ABANDON WATER LINE
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STA 10+29 INSTALL 8" MJ TEE & 8" VALVE
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WATER LINE 6
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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CONNECT TO EXISTING SERVICE WITH 3-PART UNION
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STA 12+91 INSTALL 8" VALVE WITH PLUG, 8"x6" MJ TEE & HYDRANT ASSEMBLY
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PROPOSED CURB & GUTTER BY OTHERS
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PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

13

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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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6"
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6" AC
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918
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-01281-000 GRAHAM, BARBARA J 302 N 10TH ST
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02-05698-000 ZENDEJAS, ROSA L REYES 905 W MAPLE ST
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02-06327-000 ENGLISH PROPERTIES LLC 907 W MAPLE ST
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02-06326-000 HOWARD, HAROLD L & PAULINE 909 W MAPLE ST
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02-06324-000 GARIBAY, JORGE 929 W MAPLE ST
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02-05986-000 ELMS PROPERTIES LLC 918 W MAPLE ST
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02-05987-000 CARRANZA, CARMEN 920 W MAPLE ST
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02-05988-000 GARDUNO, MARIA L 924 W MAPLE ST
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02-05989-000 VAZQUEZ, SUSANA 926 W MAPLE ST
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02-05990-000 SANCHEZ-TINAJERO, JAMIE & MARTINEZ-SANCHEZ, SOFIA 928 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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02-05465-000 BLASI, JESSE 1002 W MAPLE ST
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02-05991-000 RAMOS, SILVIA E 930 W MAPLE ST
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FL24": 1334.9 FL18":1335.40
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FL18":1335.52
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FL18": 1340.02
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FL18":1334.12
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STA 0+30 INSTALL 8"x6" MJ TEE HYDRANT ASSEMBLY
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8" PVC SEWER MAIN
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10 L.F. 16"x0.25" THICK STEEL CASING OPEN CUT
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18"
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2" WATER MAIN
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STA 0+00 =STA 6+51 LINE 2 INSTALL 8" MJ TEE & 8" VALVES
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EXISTING GROUND
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PROPOSED 18" RCP STORM DRAIN PIPE
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PROPOSED 18" RCP STORM DRAIN PIPE
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PROPOSED 30" RCP
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PROPOSED 24" RCP 135.59 L.F. @ 1.03% GRADE
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PROPOSED 24" RCP 231.04 L.F. @ 1.95% GRADE
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KRM
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ABS
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WATER LINE 5 STA 0+00 TO 4+00 MAPLE STREET
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BY
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REVISION
AutoCAD SHX Text
No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
AutoCAD SHX Text
Call
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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OH/E
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UG/T
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SS
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W
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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8" W
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AIR RELEASE VALVE
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GRAPHIC SCALE
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30
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 5 STA 0+00 to 4+00
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STA 0+30 INSTALL 8"x6" MJ TEE & HYDRANT ASSEMBLY
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ABANDON WATER LINE
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STA 0+00 =STA 6+51 LINE 2 INSTALL 8" MJ TEE & 8" VALVES
AutoCAD SHX Text
REMOVE EXISTING HYDRANT AND DELIVER TO RWU
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
INSTALL SINGLE " 58" WATER METER (TYPICAL)
AutoCAD SHX Text
PROPOSED 30" RCP STORM PIPE BY OTHERS
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PROPOSED 24" RCP STORM PIPE BY OTHERS
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PROPOSED 18" RCP STORM PIPE BY OTHERS
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PROPOSED 18" RCP STORM PIPE BY OTHERS
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PROPOSED 24" RCP STORM PIPE BY OTHERS
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PROPOSED CURB & GUTTER BY OTHERS
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STA 1+19 =STA 6+69 LINE 2 INSTALL 8" MJ TEE & 8" VALVES
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

14

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803
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02-08685-000 LANNING, JAMES ROBERT & AGUILAR, FRANCIS MORALES 222 N 9TH ST
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02-05700-000 MORGAN, JOSHUA & FREY, KEVIN 304 N 9TH ST
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02-03040-000 GUREL, STACY & GUREL, CHARLOTTE 803 W MAPLE ST
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02-05698-000 ZENDEJAS, ROSA L REYES 905 W MAPLE ST
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02-05986-000 ELMS PROPERTIES LLC 918 W MAPLE ST
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465
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MH 08-18
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MH 08-15
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4" CIP
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FL24": 1342.46 FL18": 1343.02
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FL24": 1339.40 FL18": 1339.90
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FL18": 1343.14
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FL18": 1343.46
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FL18": 1343.34
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FL18": 1340.02
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21" VYLON SEWER MAIN
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STA 4+69 INSTALL 8" MJ 45° BEND
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STA 4+83 INSTALL 8" MJ 45° BEND
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10" VCP SEWER MAIN
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STA 6+17 INSTALL 8" VALVE
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STA 4+43 INSTALL 8" VALVE
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EXISTING GROUND
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PROPOSED 24" RCP STORM DRAIN PIPE
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PROPOSED 18" RCP STORM DRAIN PIPE
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PROPOSED 24" RCP 171.25 L.F. @ 1.79% GRADE
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PROPOSED 18" RCP
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KRM
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ABS
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WATER LINE 5 STA 4+00 TO 6+17 MAPLE STREET
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
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Call
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
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ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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40
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STA 4+43 =STA 6+45 LINE 3 INSTALL 8" MJ TEE & 8" VALVES
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PROFILE WATER LINE 5 STA 4+00 to 6+17
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
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%%U PLAN WATER LINE 5 STA 4+00 to 6+17
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WATER LINE 5
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NTS
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VICINITY MAP
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N
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S
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NO.16171
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N
AutoCAD SHX Text
T
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R
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O
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R
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R
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P
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A
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O
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F
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E
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S
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N
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B
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.
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E
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N
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G
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I
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E
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G
AutoCAD SHX Text
I
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I
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N
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A
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L
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E
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H
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O
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E
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R
AutoCAD SHX Text
E
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R
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E
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D
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N
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S
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T
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A
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T
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E
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A
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R
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K
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A
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S
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O
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F
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A
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S
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A
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W
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ABANDON WATER LINE
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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STA 6+17 =STA 6+28 LINE 4 INSTALL 8" VALVE
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PROPOSED 24" RCP STORM PIPE BY OTHERS
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PROPOSED 18" RCP STORM PIPE BY OTHERS
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PROPOSED 18" RCP STORM PIPE BY OTHERS
AutoCAD SHX Text
PROPOSED 18" RCP STORM PIPE BY OTHERS
AutoCAD SHX Text
PROPOSED 18" RCP STORM PIPE BY OTHERS
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PROPOSED CURB & GUTTER BY OTHERS
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INSTALL 8" MJ 45° BENDS
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SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

15

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6"
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2" COPPER
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8" DIP
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203
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125
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2" PVC
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2" COPPER
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W
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W
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W
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W
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W
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W
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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02-08689-000 WHITAKER, ESTER 204 N 9TH ST
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02-08690-000 MCDONALD CORPORATION
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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S
AutoCAD SHX Text
S
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S
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MH 08-20
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MH 08-19
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MH 07-80
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02-08682-000 EL TEPE LLC 125 N 9TH ST
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02-08670-000 SMOKIN JOES RIBHOUSE INC 200 N 8TH ST
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02-08684-000 CANTERBURY LIVING TRUST, JOHN T 203 N 9TH ST
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02-01288-000 CANTERBURY LIVING TRUST, JOHN T 100 N 8TH ST
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02-01287-000 CANTERBURY LIVING TRUST, JOHN T W CHESTNUT ST
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100
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G
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STA 0+00 INSTALL 8" VALVE
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STA 3+03 INSTALL 8"x6" MJ TEE HYDRANT ASSEMBLY
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STA 3+08 INSTALL 8" MJ 90° BEND
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STA 3+22 INSTALL 8" MJ 22½° BEND
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STA 3+27 INSTALL 8" MJ 11¼° BENDBEND
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STA 3+50 CUT IN 8" MJ TEE & DEMARCATION VALVE
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EXISTING GROUND
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KRM
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ABS
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WATER LINE 6 STA 0+00 TO 3+50 CHESTNUT STREET
AutoCAD SHX Text
BY
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REVISION
AutoCAD SHX Text
No.
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DATE
AutoCAD SHX Text
Call before you D g
AutoCAD SHX Text
Avoid cutting underground
AutoCAD SHX Text
utility lines. It's costly.
AutoCAD SHX Text
Call
AutoCAD SHX Text
X
AutoCAD SHX Text
GAS
AutoCAD SHX Text
R/W
AutoCAD SHX Text
FOUND IRON PIN/PIPE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
POWER POLE W/ GUY
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
WIRE FENCE
AutoCAD SHX Text
GAS MAIN
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
UG/E
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OH/E
AutoCAD SHX Text
UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
GRAVITY SEWER MAIN
AutoCAD SHX Text
UNDERGROUND TELEPHONE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
PROPOSED
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REDUCER
AutoCAD SHX Text
ELECTRIC RISER BOX
AutoCAD SHX Text
ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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06-30/2020
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0
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GRAPHIC SCALE
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SCALE: 1" =
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10
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20'
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20
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30
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40
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SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE WATER LINE 6 STA 0+00 to 3+50
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PLAN WATER LINE 6 STA 0+00 to 3+50
AutoCAD SHX Text
WATER LINE 6
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NTS
AutoCAD SHX Text
VICINITY MAP
AutoCAD SHX Text
N
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S
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NO.16171
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N
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T
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R
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O
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R
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R
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P
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A
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E
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S
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N
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B
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.
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E
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N
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G
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N
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F
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A
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S
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A
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W
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ABANDON WATER LINE
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STA 0+00 INSTALL 8" VALVE
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STA 3+16 INSTALL 8"x6" MJ TEE & HYDRANT ASSEMBLY
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INSTALL SINGLE " 58" WATER METER (TYPICAL)
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STA 3+50 CUT IN 8" MJ TEE & DEMARCATION VALVE
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STA 3+08 INSTALL 8" MJ 90° BEND
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STA 3+22 INSTALL 8" MJ 22½° BEND
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STA 3+22 INSTALL 8" MJ 11¼° BEND
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REMOVE 2" WATER MAIN FROM 8" MAIN AND REPAIR 8" MAIN WITH REPAIR CLAMP
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REPAIR SIDEWALK
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PROPOSED CURB & GUTTER BY OTHERS
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NOTE: FULL CLASS 7 AGGREGATE BASE TRENCH BACKFILL. NO PAVEMENT REPAIR IS NECCESSARY.
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DRAWN BY: DATE:

SHEET NO.

P.O. DRAWER 338OFFICE - 601 SOUTH 2ND ROGERS, ARKANSAS

72757-0338

PROJECT

LOCATION

9TH & 10TH & PERSIMMONSTREETS

WATER LINE REPLACEMENT

16

AutoCAD SHX Text
6"
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6" AC
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1001
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107
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103
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105
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W
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W
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W
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W
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W
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W
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S
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S
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CO 08-14B
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MH 08-14
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S
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S
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24" DIP
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02-01261-000 REMNANT CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS 108 N 11TH ST
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108
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02-01260-000 DELEON, JUAN CARLOS & TRACY 104 N 11TH ST
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104
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02-05461-000 HARP, GREG & BETH 107 N 11TH ST
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02-05462-000 DELEON, TRACY A & JUAN CARLOS 105 N 11TH ST
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02-05463-000 ROSE, ANGELA MCKESSON 103 N 11TH ST
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02-01258-000 GARRETT TIRE CO OF ROGERS INC 1037 W WALNUT ST
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18"
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6" WATER MAIN
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24" WATER MAIN
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EXISTING 6" SEWER MAIN
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STA 0+00 TOP LID: 1343.94 CONSTRUCT 4' MANHOLE OVER EXISTING 6" SEWER MAIN
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STA 1+94 TOP LID: 1346.68 CONSTRUCT 4' MANHOLE
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EXISTING GROUND
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EDGE ROAD
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EDGE DRIVE
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EDGE ROAD
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N 11th ST
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BACKFILL ENTIRE TRENCH DEPTH WITH CLASS 7 CRUSHED STONE
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FL OUT: 1336.20 FL IN 8": 1336.30
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FL OUT 8": 1338.62
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KRM
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ABS
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SEWER LINE 1 STA 0+00 TO 1+94 11TH STREET
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BY
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REVISION
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No.
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DATE
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Call before you D g
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Avoid cutting underground
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utility lines. It's costly.
AutoCAD SHX Text
Call
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X
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GAS
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R/W
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FOUND IRON PIN/PIPE
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RIGHT-OF-WAY
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POWER POLE W/ GUY
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CHAIN LINK FENCE
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TELEPHONE PEDESTAL
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WATER VALVE
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MANHOLE
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CONTROL POINT
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WIRE FENCE
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GAS MAIN
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FIRE HYDRANT
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WATER METER
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GAS METER
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EXISTING
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UG/E
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OH/E
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UG/T
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SS
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W
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LEGEND
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UNDERGROUND ELECTRIC
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OVERHEAD ELECTRIC
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GRAVITY SEWER MAIN
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UNDERGROUND TELEPHONE
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WATER MAIN
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PROPOSED
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REDUCER
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ELECTRIC RISER BOX
AutoCAD SHX Text
ER
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G
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TP
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S
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8" SS
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8" W
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AIR RELEASE VALVE
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S
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06-30/2020
AutoCAD SHX Text
0
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
SCALE: 1" =
AutoCAD SHX Text
10
AutoCAD SHX Text
20'
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40
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STA 0+00 CONTSRUCT 4' DIA. MANHOLE OVER EXISTING 6" SEWER MAIN
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PROFILE SEWER LINE 1 STA 0+00 to 1+94
AutoCAD SHX Text
SCALE: HORIZ 1"=20' / VERT 1"= 4'
AutoCAD SHX Text
%%U PLAN SEWER LINE 1 STA 0+00 to 1+94
AutoCAD SHX Text
SEWER LINE 1
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NTS
AutoCAD SHX Text
VICINITY MAP
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N
AutoCAD SHX Text
S
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NO.16171
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N
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T
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R
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O
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STA 1+94 CONSTRUCT 4" DIA. MANHOLE
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CONRETE DRIVEWAY REPAIR
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PARKING ASPHALT REPAIR
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STREET REPAIR
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CHAIN LINK FENCE REPAIR

Fitch 2016-04

Fitch 2016-04

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